Research Article
Jan 1934
Tests of Riveted and Welded Steel Columns
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 99, Issue 1
Abstract
The tests reported in this paper were undertaken to secure a comparison of the behavior and strength of built-up steel columns fabricated by riveting, with similar columns fabricated by welding. The program included nine columns, of which two were riveted and seven were welded. In four of the welded columns, the welding was continuous throughout the length. In the other three welded columns, intermittent (or stitch) welding was used. The lengths (to the nearest inch) were 19 ft. 8 in. for three of the columns, 16 ft. 6 in. for two, 15 ft. 5 in. for three, and 5 ft. 6 in. for one.
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Published In
Transactions of the American Society of Civil Engineers
Volume 99 • Issue 1 • January 1934
Pages: 112 - 142
Copyright
© 1934 American Society of Civil Engineers.
History
Published in print: Jan 1934
Published online: Feb 10, 2021
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Authors
Affiliations
Willis A. Slater, M.ASCE
Research Prof., Eng. Materials, and Director, Fritz Eng. Laboratory, Lehigh Univ., Bethlehem, Pa. Professor Slater died on October 5, 1931.
M. O. Fuller, M.ASCE
Associate Prof., Civ. Eng., Lehigh Univ., Fritz Eng. Laboratory, Bethlehem, Pa.
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